›› 2018, Vol. 32 ›› Issue (3): 343-345.

• 工程实录 • 上一篇    下一篇

采用平板载荷试验确定中风化灰岩承载力研究

张 珍   

  1. (贵州省有色金属和核工业地质勘查局地质勘测设计院,贵阳  550002)
  • 收稿日期:2017-12-18 修回日期:2018-01-22 出版日期:2018-06-22 发布日期:2018-06-26
  • 作者简介:张 珍(1989-),女,工程师,研究方向为岩土工程勘察及边坡治理等。

Bearing Capacity Determination of Medium Weathered Limestone Using Plate Load Tests

ZHANG Zhen   

  1. (Non-Ferrous Metals and Nuclear Industry Geological Exploration Bureau of Guizhou, Guiyang 550002)
  • Received:2017-12-18 Revised:2018-01-22 Online:2018-06-22 Published:2018-06-26

摘要: 中风化灰岩持力层的承载力特征值是工程设计重要参数之一,根据地方经验及类似场地的勘察报告中提出的中风化灰岩地基承载力特征值与实际存在一定差异。贵州省地质资料馆暨地质博物馆建设项目地基持力层为中风化灰岩,根据地方经验确定地基承载力特征值为3000~4000 kPa,结合岩样单轴抗压强度试验及岩质单元完整性声波测试确定其地基承载力特征值为6000kPa。为充分挖掘及确保场地中风化灰岩持力层的承载力,结合现场静力平板载荷试验P-S等数据进一步研究。试验结果表明:测点1~3中风化灰岩承载力特征值依次为7000 kPa、6533 kPa和7466 kPa,取最小值6533 kPa作为平板载荷试验确定承载力特征值;平板载荷试验确定承载力特征值约为根据地方经验及类似场地勘察报告确定值的1.63~2.18倍,约为结合岩样单轴抗压强度试验及声波测试确定值的1.09倍。

关键词: 中风化灰岩, 承载力特征值, 平板载荷试验

Abstract: The bearing capacity of medium weathered limestone bearing stratum is one of the important parameters in the foundation engineering. The existing local experience indicates that a significant difference in bearing capacity in the medium weathered limestone between the recommended value in the geotechnical investigation report and the actual value. The Guizhou Provincial Geological Information and Geology Museum project site was on the medium weathered limestone stratum. The local experience and geotechnical investigation recommended bearing capacity range was 3 000 to 4 000 kPa. The bearing capacity value derived from the compressive strength on intact rock core samples and integrity tests by using acoustic wave method was 6,000kPa. The most reliable plate load tests were performed for verifying and optimizing the bearing capacity value. The plate load test results indicated that, among three test points, the loadsettlement curve demonstrated the bearing capacity values were: 7,000 kPa, 6,533 kPa, and 7,466 kPa. The bearing capacity of 6,533 kPa was obtained from the minimum test value. This value is high than the report recommended and correlation value.

Key words: Medium Weathered Limestone, Bearing Capacity, Plate Loading Tests